CN104790657B - A kind of cast in place concrete plate side form adjustable support and gullet plate construction system - Google Patents
A kind of cast in place concrete plate side form adjustable support and gullet plate construction system Download PDFInfo
- Publication number
- CN104790657B CN104790657B CN201510186590.6A CN201510186590A CN104790657B CN 104790657 B CN104790657 B CN 104790657B CN 201510186590 A CN201510186590 A CN 201510186590A CN 104790657 B CN104790657 B CN 104790657B
- Authority
- CN
- China
- Prior art keywords
- side form
- panel
- support
- chute
- concrete slab
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of concrete slab side form adjustable support and gullet plate construction system, including panel, described panel vertically Zhi Li, described panel is being provided with side form support frame towards the side treating casting concrete, and described panel is being provided with template fixed support away from the side treating casting concrete；Two position limiting slide blocks it are provided with on described chute, two position limiting slide blocks lay respectively at the both sides of the arm that is slidably connected, spacing clamp device it is provided with between described position limiting slide block and chute, panel and side form support frame treat the concrete poured carry out sizing support on the basis of, by being connected between template fixed support and chute relative motion, the side form adjusting concrete slab conveniently and efficiently installs length, meet the side form layout dimension demand of irregular concrete slab, there is preferable size adaptability, it is prone to be repeatedly circulated, avoid waste of material, reduce construction cost.
Description
Technical field
The present invention relates to a kind of concrete adjustable formwork, particularly a kind of concrete slab side form adjustable support and gullet plate construction system.
Background technology
In the work progress of architectural engineering, it is frequently necessary to use profile irregular concrete saw tooth plate, the side template height of these gullet plates is typically between 100m～300mm, and its length also be typically change, irregular, and use which kind of side template that these concrete saw tooth plates pour molding, always perplex a great problem of workmen.
In prior art, it is most commonly that and directly uses plank sheathing to reinforce, although the mode that plank sheathing is reinforced is convenient, but owing to the dimensions length of concrete saw tooth plate is not fixed, plank sheathing typically requires and customizes according to actual condition, is unfavorable for recycling, easily causes waste, it addition, use the mode of simple wood template support to there is also the weak points such as efficiency of construction is low, operating flexibility is the best.
Summary of the invention
The goal of the invention of the present invention is: the problem existed for prior art, the concrete slab side form adjustable support that a kind of efficiency of construction is high, be prone to recycling is provided, it can install length by adjusting side mould, is particularly suited for the construction of irregular concrete slab side form, and efficiency of construction is high.
A further object of the present invention is: provide a kind of gullet plate construction system being applicable to the construction of concrete saw tooth plate, be especially embodied in can on-demand adaptation gullet plate different size, efficiency of construction is high and is prone to Reusability.
To achieve these goals, the technical solution used in the present invention is:
A kind of concrete slab side form adjustable support, including panel, described panel vertically Zhi Li, described panel is being provided with side form support frame towards the side treating casting concrete, and described panel is being provided with template fixed support away from the side treating casting concrete；Described panel is being additionally provided with chute away from the side treating casting concrete, and described chute extends transversely, and the end of described side form support frame is provided with the arm that is slidably connected, described in the be slidably connected end of arm extend in chute；Being provided with two position limiting slide blocks on described chute, two position limiting slide blocks lay respectively at the both sides of the arm that is slidably connected, and are provided with spacing clamp device between described position limiting slide block and chute.Use such structure, panel and side form support frame treat the concrete poured carry out sizing support on the basis of, by being connected between template fixed support and chute relative motion, the side form adjusting concrete slab conveniently and efficiently installs length, meet the side form layout dimension demand of irregular concrete slab, there is preferable size adaptability, it is easy to be repeatedly circulated, avoid waste of material, reduce construction cost.
Preferably, described panel is being provided with, away from the side treating casting concrete, the shaped steel that cross section is C-shaped, and described chute is the opening of shaped steel.Use such structure, it is possible on panel, offer chute conveniently and efficiently, form the mode of chute compared to cutting, there is the manufacturing beneficial effects such as efficiency is high, with low cost.
Preferably, institute's position limiting slide block is the spacing clamp of the inside and outside both sides of the opening being arranged at shaped steel, described spacing clamp device is fastening bolt, and the end of described fastening bolt is provided with clamp nut, and described limiting card plate holder is located between clamp nut and the head of fastening bolt.Use the spacing clamp device of said structure, there is simple in construction, manufacture that material is simple, be prone to obtain at the construction field (site) and the direct beneficial effect such as making.
When fastening bolt and clamp nut unclamp, position limiting slide block be in released state, side form support frame under this state can install length relative to slip of face slat, adjusting the side form of concrete slab, after fastening bolt and clamp nut exert a force fastening, position limiting slide block is in the lock state, relative position between side form support frame and panel under this state keeps fixing, pours molding realizing concrete blinding under pre-set dimension.
Preferably, the bearing of trend along described chute is provided with multiple template fixed support, and described template fixed support is positioned apart from panel away from the side treating casting concrete.
Preferably, described template fixed support favours panel and arranges, and the support bracket fastened upper limb of described template and the bottom welding of shaped steel, the support bracket fastened root edge of described template connects has fixing base plate, described fixing base plate to be arranged on ground.
A kind of gullet plate construction system, including at least two above-mentioned concrete slab side form adjustable support, the sidepiece of one of them side form support frame mutually splices with the end of the panel in another concrete slab side form adjustable support.
Use such structure, by at least two, substantially concrete slab side form adjustable support in L row docks successively, the gullet plate concrete support template met needed for construction can be erected efficiently, quickly, and it is prone to repeated disassembled and assembled use, has that construction cost is cheap, efficiency of construction is high, be easily recycled beneficial effects such as reusing.
Preferably, described side form support frame is being provided with slot towards the side of the panel in another concrete slab side form adjustable support, and the end of described panel can be plugged between the postive stop baffle of side form support frame.Using such structure, the para-position being more of value between panel end with side form support frame sidepiece is connected.
In sum, owing to have employed technique scheme, the invention has the beneficial effects as follows:
1, panel and side form support frame treat the concrete poured carry out sizing support on the basis of, by being connected between template fixed support and chute relative motion, the side form adjusting concrete slab conveniently and efficiently installs length, meet the side form layout dimension demand of irregular concrete slab, there is preferable size adaptability, it is prone to be repeatedly circulated, it is to avoid waste of material, reduces construction cost.
2, further, by at least two, substantially concrete slab side form adjustable support in L row docks successively, the gullet plate concrete support template met needed for construction can be erected efficiently, quickly, and it is prone to repeated disassembled and assembled use, has that construction cost is cheap, efficiency of construction is high, be easily recycled beneficial effects such as reusing.
Accompanying drawing explanation
Fig. 1 is the structural representation of concrete slab side form adjustable support in the present invention；
Fig. 2 is the structural representation of the gullet plate construction system that multiple concrete slab side form adjustable support spellings are formed in the present invention；
Fig. 3 is the structural representation of side form support frame in the present invention；
Fig. 4 be the present invention concrete slab side form adjustable support in panel away from the structural representation of the side treating casting concrete；
Fig. 5 is the structural representation of Shaped Steel of the present invention and chute；
Fig. 6 is the structural representation of a kind of embodiment of spacing clamp device in the present invention；
Labelling in figure: panel 1；Side form support frame 2；Template fixed support 3；Chute 4；Be slidably connected arm 5；Position limiting slide block 6；Shaped steel 7；Spacing clamp 8；Fastening bolt 9；Clamp nut 10；Fixing base plate 11；Slot 12.
Detailed description of the invention
Below in conjunction with the accompanying drawings, the present invention is described in detail.
In order to make the purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein, only in order to explain the present invention, is not intended to limit the present invention.
Embodiment
1
As shown in Fig. 1, Fig. 3 to Fig. 6, the present embodiment concrete slab side form adjustable support, including panel 1, in the present embodiment, panel 1 is steel plate or aluminium sheet, in remaining embodiment, also other materials is made, the panel 1 vertically Zhi Li in the present embodiment, it may be assumed that panel 1 extend perpendicularly to ground, panel 1 is being provided with side form support frame 2 towards the side treating casting concrete, and panel 1 is being provided with template fixed support 3 away from the side treating casting concrete；Panel 1 is being additionally provided with chute 4 away from the side treating casting concrete, in FIG, treating that casting concrete is positioned at diagram lower left corner indentation, there, chute 4 extends transversely, the end of side form support frame 2 is provided with the arm 5 that is slidably connected, and the end of the arm 5 that is slidably connected extends in chute 4；Being provided with two position limiting slide blocks 6 on chute 4, two position limiting slide blocks 6 lay respectively at the both sides of the arm 5 that is slidably connected, and are provided with spacing clamp device between position limiting slide block 6 and chute 4.Use such structure, panel 1 and side form support frame 2 treat the concrete poured carry out sizing support on the basis of, by being connected between template fixed support 3 with chute 4 relative motion, the side form adjusting concrete slab conveniently and efficiently installs length, meet the side form layout dimension demand of irregular concrete slab, there is preferable size adaptability, it is easy to be repeatedly circulated, avoid waste of material, reduce construction cost.
In the present embodiment, panel 1 is being provided with the C-shaped shaped steel in cross section 7 away from the side treating casting concrete, and chute 4 is the opening of shaped steel 7.Use such structure, chute 4 can be offered conveniently and efficiently on panel 1, the mode of chute 4 is formed compared to cutting, there is the manufacturing beneficial effects such as efficiency is high, with low cost, in remaining embodiment, chute 4 also the most directly cuts at panel 1 back that formed or pastes the modes such as track, just repeats no more at this.
nullIn the present embodiment，Institute's position limiting slide block 6 is opening interior being arranged at shaped steel 7、The spacing clamp 8 of outer both sides，Spacing clamp device is fastening bolt 9，The end of fastening bolt 9 is provided with clamp nut 10，Spacing clamp 8 is located between the head of clamp nut 10 and fastening bolt 9，Use the spacing clamp device of said structure，There is simple in construction，Manufacture material is simple、It is prone to obtain at the construction field (site) and the direct beneficial effect such as making，When fastening bolt 9 is unclamped with clamp nut 10、Position limiting slide block 6 is in released state，Side form support frame 2 under this state can be relative to panel 1 sliding、Length is installed with the side form of adjustment concrete slab，When after fastening bolt 9 with clamp nut 10 force fastening、Position limiting slide block 6 is in the lock state，Side form support frame 2 under this state and the relative position between panel 1 keep fixing，Molding is poured realizing concrete blinding under pre-set dimension.
In the present embodiment, bearing of trend along chute 4 is provided with multiple template fixed support 3, template fixed support 3 is positioned apart from panel 1 away from the side treating casting concrete, template fixed support 3 favours panel 1 and arranges, the upper limb of template fixed support 3 and the bottom welding of shaped steel 7, the root edge of template fixed support 3 connects fixing base plate 11, and fixing base plate 11 is arranged on ground, use such structure, there is the beneficial effect that attachment structure is stable, support is firm.
Embodiment
2
Such as Fig. 2, shown in Fig. 3 to Fig. 6, the present embodiment one gullet plate construction system, including at least two concrete slab side form adjustable support as described in embodiment 1, the sidepiece of one of them side form support frame 2 mutually splices with the end of the panel 1 in another concrete slab side form adjustable support, by at least two, substantially concrete slab side form adjustable support in L row docks successively, can be efficient, erect the gullet plate concrete support template met needed for construction quickly, and it is prone to repeated disassembled and assembled use, there is construction cost cheap, efficiency of construction is high, it is easily recycled beneficial effects such as reusing.
In the present embodiment, side form support frame 2 is being provided with slot 12 towards the side of the panel 1 in another concrete slab side form adjustable support, and the end of panel 1 can be plugged between the postive stop baffle of side form support frame 2.Using such structure, the para-position being more of value between panel 1 end with side form support frame 2 sidepiece is connected.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all any amendment, equivalent and improvement etc. made within the spirit and principles in the present invention, should be included within the scope of the present invention.
Claims (7)
1. a concrete slab side form adjustable support, it is characterized in that: include panel, described panel vertically Zhi Li, described panel is being provided with side form support frame towards the side treating casting concrete, and described panel is being provided with template fixed support away from the side treating casting concrete；Described panel is being additionally provided with chute away from the side treating casting concrete, and described chute extends transversely, and the end of described side form support frame is provided with the arm that is slidably connected, described in the be slidably connected end of arm extend in chute；Being provided with two position limiting slide blocks on described chute, two position limiting slide blocks lay respectively at the both sides of the arm that is slidably connected, and are provided with spacing clamp device between described position limiting slide block and chute.
Concrete slab side form adjustable support the most according to claim 1, it is characterised in that: described panel is being provided with, away from the side treating casting concrete, the shaped steel that cross section is C-shaped, and described chute is the opening of shaped steel.
Concrete slab side form adjustable support the most according to claim 2, it is characterized in that: institute's position limiting slide block is the spacing clamp of the inside and outside both sides of the opening being arranged at shaped steel, described spacing clamp device is fastening bolt, the end of described fastening bolt is provided with clamp nut, and described limiting card plate holder is located between clamp nut and the head of fastening bolt.
Concrete slab side form adjustable support the most according to claim 3, it is characterised in that: the bearing of trend along described chute is provided with multiple template fixed support, and described template fixed support is positioned apart from panel away from the side treating casting concrete.
Concrete slab side form adjustable support the most according to claim 3, it is characterized in that: described template fixed support favours panel and arranges, the support bracket fastened upper limb of described template and the bottom welding of shaped steel, the support bracket fastened root edge of described template connects has fixing base plate, described fixing base plate to be arranged on ground.
6. a gullet plate construction system, it is characterized in that: include arbitrary at least two such as claim 1 to 5 as described in concrete slab side form adjustable support, the sidepiece of one of them side form support frame mutually splices with the end of the panel in another concrete slab side form adjustable support.
Gullet plate construction system the most according to claim 6, it is characterized in that: described side form support frame is being provided with slot towards the side of the panel in another concrete slab side form adjustable support, and the end of described panel can be plugged between the postive stop baffle of side form support frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510186590.6A CN104790657B (en) | 2015-04-20 | 2015-04-20 | A kind of cast in place concrete plate side form adjustable support and gullet plate construction system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510186590.6A CN104790657B (en) | 2015-04-20 | 2015-04-20 | A kind of cast in place concrete plate side form adjustable support and gullet plate construction system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104790657A CN104790657A (en) | 2015-07-22 |
| CN104790657B true CN104790657B (en) | 2016-09-21 |
Family
ID=53555803
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510186590.6A Expired - Fee Related CN104790657B (en) | 2015-04-20 | 2015-04-20 | A kind of cast in place concrete plate side form adjustable support and gullet plate construction system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104790657B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108442688A (en) * | 2018-05-25 | 2018-08-24 | 郭新元 | One kind pouring mold |
| CN110103322A (en) * | 2019-06-06 | 2019-08-09 | 电联工程技术股份有限公司 | A kind of Prefabricated stacking floor composable mold of adjustable dimension |
| CN110725544B (en) * | 2019-11-20 | 2023-09-15 | 哈尔滨工业大学 | Bowl buckle type formwork support frame diagonal bracing universal fixed support and manufacturing method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2349297Y (en) * | 1998-11-28 | 1999-11-17 | 李岭群 | Length-adjustable prefabricated shearing force beam form |
| CN1253605A (en) * | 1997-04-28 | 2000-05-17 | Ar蒂尔特斐模有限公司 | Method and arrangement for forming construction panels and structures |
| JP2013044158A (en) * | 2011-08-24 | 2013-03-04 | Funaki Shoji Kk | Corner structure of form panel and construction method of concrete form |
| CN103362300A (en) * | 2013-06-28 | 2013-10-23 | 中建七局第二建筑有限公司 | Template structure and method for template support of cast-in-place concrete arc-shaped terrace |
| CN204626955U (en) * | 2015-04-20 | 2015-09-09 | 中国建筑第二工程局有限公司 | A kind of concrete slab side form adjustable support and gullet plate construction system |
-
2015
- 2015-04-20 CN CN201510186590.6A patent/CN104790657B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1253605A (en) * | 1997-04-28 | 2000-05-17 | Ar蒂尔特斐模有限公司 | Method and arrangement for forming construction panels and structures |
| CN2349297Y (en) * | 1998-11-28 | 1999-11-17 | 李岭群 | Length-adjustable prefabricated shearing force beam form |
| JP2013044158A (en) * | 2011-08-24 | 2013-03-04 | Funaki Shoji Kk | Corner structure of form panel and construction method of concrete form |
| CN103362300A (en) * | 2013-06-28 | 2013-10-23 | 中建七局第二建筑有限公司 | Template structure and method for template support of cast-in-place concrete arc-shaped terrace |
| CN204626955U (en) * | 2015-04-20 | 2015-09-09 | 中国建筑第二工程局有限公司 | A kind of concrete slab side form adjustable support and gullet plate construction system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104790657A (en) | 2015-07-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104790657B (en) | A kind of cast in place concrete plate side form adjustable support and gullet plate construction system | |
| CN100447363C (en) | Metal formwork with accessories for moulding concrete | |
| CN102561681A (en) | Casting molding template and casting molding process for constructional columns of infilled walls | |
| CN107386642A (en) | A kind of adjustable beam fixture of specification | |
| CN105952154B (en) | A kind of concrete-pouring template stent | |
| CN208023710U (en) | A kind of connection structure of assembly concrete shear wall | |
| CN102505839A (en) | Arc-shaped mold plate for casting arc-shaped shear wall of industrial factory building and manufacture method of arc-shaped mold plate | |
| CN102808505A (en) | Template capable of being randomly spliced | |
| CN207314839U (en) | A kind of adjustable beam fixture of specification | |
| CN204626955U (en) | A kind of concrete slab side form adjustable support and gullet plate construction system | |
| CN205799825U (en) | A kind of box beam inner formwork support structure | |
| CN207812625U (en) | Special-shaped gutter template integrated apparatus | |
| CN215717196U (en) | Drawknot reinforcing clamp convenient to operate and used for constructional column side mold | |
| CN207892258U (en) | A kind of masonry wall quickly spread slurry, jointing device | |
| CN109057322A (en) | A kind of cast-in-place concrete early-dismantling formwork system and its construction method | |
| CN205496462U (en) | Construction steel bar cutting device | |
| CN215212311U (en) | Free curved surface concrete formwork | |
| CN210659296U (en) | Pouring funnel | |
| CN214110810U (en) | Mould for prefabricating laminated slab | |
| CN207063527U (en) | A kind of structural openings Quick Release mould | |
| CN208456117U (en) | A kind of post-cast strip overhanging end independent support device | |
| CN210483024U (en) | Be used for reinforced (rfd) scalable reinforcement ware of local concrete placement template | |
| CN207813014U (en) | It can turnover type multi-ribbed plate plastics putamina joint treatment device | |
| CN209780239U (en) | Beam-penetrating sleeve pre-embedding device | |
| CN208122267U (en) | Scaffold is adjustable screw rod |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160921 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |